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30,05 P.vi", R.11.516, Corp
<br />325 S UiPaydie Blvd
<br />South Fiend, IN 46601
<br />CITY OF SOUTH REND
<br />CONTRACTOR BID TABULATION
<br />118-075 - MICHIGAN STREET RECONSTRUCTION
<br />May 16, 2019
<br />Writesn
<br />Aven"t to Caffim Avenue
<br />ENGINEERS
<br />ESTIMATE
<br />RIETH-
<br />ILEY BID
<br />WALSH &
<br />KELLY BID
<br />No.
<br />Description
<br />Quantity
<br />Unit
<br />Unit Price
<br />Amount
<br />.
<br />Unit Price
<br />. . . ..................... ........
<br />Amount
<br />Unit Price
<br />Amount
<br />I
<br />MOBILIZATION AND DEMOBILIZATION
<br />I
<br />.
<br />I's
<br />. .......
<br />S96,050 00
<br />............
<br />S96,050 00
<br />523 4206 55
<br />W234,30655
<br />S161,000 W
<br />S l 611 W) 00
<br />2
<br />.... . ...
<br />MAINTAINKNGTRAFRC
<br />......
<br />I
<br />I's
<br />s50,00000
<br />s50,0w 00
<br />$50,w000
<br />s50,00T0(JO
<br />547,77361
<br />$47,773 61
<br />3
<br />CONSTRUCTION ENGINEERING
<br />p
<br />I's
<br />$20,000 00
<br />.
<br />S20,00N000
<br />. .............................. .
<br />$40,000 00
<br />.............
<br />$40,000 Q1
<br />S43,200 00
<br />S43,200 00
<br />4
<br />CPM SCHEDULE.
<br />I
<br />LIS
<br />$4,000 W
<br />$4,000 00
<br />1 E2,00000
<br />$2,W0 00
<br />Sl 2,50U 00
<br />$12,500 W)
<br />5
<br />CPM SCHEDULE, MONTHLY UPDATE
<br />EAC I V
<br />525000
<br />$1,0()o ()o
<br />00
<br />.
<br />$1 ()1) 00
<br />. . ....... ....... -
<br />91500.00
<br />-
<br />%2,00000
<br />6
<br />VIDEO RECORD
<br />11
<br />LIS
<br />SZOW 00
<br />S2,000 00
<br />$7,500 00
<br />%7,50000
<br />$11,800 00
<br />%, 1, 80() 00
<br />7
<br />CLEARING RIGHT-OF-WAY
<br />I
<br />I's
<br />$3,000()o
<br />S3,000N)
<br />T,5,000oo
<br />$5,000 00
<br />S1 3 11,0W 00
<br />$13 1,W0 00
<br />9
<br />COMMON EXCAVATION, UNDISTRIBUTED
<br />200
<br />CYS,
<br />Sl(IN)
<br />$:3,20o 00
<br />$5000
<br />$10,000 W
<br />ST) 00
<br />$7.80000
<br />SURFACE MILLING, ASPI IAUT, 1 1(2 IN
<br />600
<br />SYS
<br />$1500
<br />99,000 W)
<br />$11 00
<br />%,600 00
<br />$11 00
<br />$6,600 00
<br />10
<br />PAVEMENTREMOVE
<br />....................................
<br />7115
<br />SYS
<br />S1500
<br />sl06"725 oo
<br />$6 90
<br />.....................
<br />S49,093 50
<br />$1200
<br />$$95,380 00
<br />01
<br />KDEWALN, CONCRETE, REMOVE
<br />2060
<br />SYS
<br />$900
<br />$ 1 (,,,180 00
<br />$115 No
<br />S30,900 00
<br />$11 00
<br />S22,660 00
<br />12
<br />CURB RAMP, CONCRETE, REMOVE
<br />93
<br />" IS'
<br />$9 00
<br />37440)
<br />$47 30
<br />$4,39990
<br />$25 W
<br />$2,325I)o
<br />13
<br />CURB & CUTTER, CONCRETE, REMOVE
<br />615
<br />%5 ON
<br />... ..................................... . .
<br />$3,075 00
<br />f6'13 06
<br />$8,03190
<br />S 12 00
<br />$7, i90 00
<br />14
<br />CONCRETE HEADER, REMOVE
<br />1235
<br />S1000
<br />12,3 50 00
<br />S120
<br />$1 5,59K 05
<br />. .. .................. . .
<br />$6.00
<br />....... .... -
<br />$7,41000
<br />15
<br />PLANTER WAKA. REMOVAL.
<br />$WOO
<br />$1,15000
<br />fW12 (H)
<br />S1,38000
<br />$41 00
<br />-------------
<br />$4,715 00
<br />16
<br />REMOVE EXISTPAVEMENT STRIPING
<br />3580
<br />LIFT
<br />So 50
<br />S 11,79() w
<br />$0 75
<br />s2,685 w
<br />S095
<br />S3,401 00
<br />17
<br />TREE. REMOVE
<br />15
<br />EACH
<br />flw ou
<br />I $4,50) 00
<br />�%240 00
<br />S 1,600 00
<br />1 S590 W
<br />WNW 00
<br />18
<br />TEMPORARY EROSION CONDROL
<br />l
<br />.
<br />I's
<br />. . .... .
<br />S2,000 00
<br />.............................
<br />S2,000 00
<br />$ I 00y) 00
<br />v 0,000oo
<br />S4,200 00
<br />................
<br />$4,200 00
<br />19
<br />TEMPORARY INLET PROTECTION
<br />41
<br />EACH
<br />$15000
<br />$6,150 oo
<br />%1 (15 00
<br />S6,765 NO
<br />$I05 oo
<br />$,l,,ws oo
<br />20
<br />TEMPORARY SLOT DRAIN PROTECTION
<br />1495
<br />ILIF 1
<br />S25 00
<br />S37,375 00
<br />$650
<br />S9,7117 50
<br />. .
<br />$6 Io
<br />. ..........
<br />i
<br />59,11'), 50
<br />21
<br />HANDHOLE, ADJUSTTO GRADE
<br />46
<br />EACH
<br />$60 00
<br />S27,600 00
<br />$150 00
<br />S6,9N) 00
<br />$35000
<br />... . ........ .
<br />S Y (1, V 00 ()1)
<br />22
<br />MANHOLE LID REPLACEMENT
<br />2
<br />EACH
<br />I S W) 00
<br />$2,40000
<br />1,80000
<br />$13,600 00
<br />T'I'mo oo
<br />$2,400 00
<br />23
<br />STORM CASTING REPLACEME.NT
<br />2
<br />EACH
<br />SII,N0000
<br />$3,600 Do
<br />$I,goo ()0
<br />$3,600 W
<br />SI,200 00
<br />S2,40000
<br />24
<br />IPVC STORM PIPE, 12 IN
<br />90
<br />Ilf"T
<br />1,40 00
<br />S3,60000
<br />$9500
<br />S8,550 00
<br />$5800
<br />00
<br />25
<br />TRENCH DRAIN, REMOVE AND REPLACE
<br />22
<br />LFT
<br />$15000
<br />S3,300 (k
<br />$150,00
<br />S7,700 00
<br />S514 00
<br />1,308 00
<br />26
<br />Df WATER MAIN, 6 IN
<br />31
<br />LF 1'
<br />$50 01)
<br />$I,550 00
<br />S15000
<br />$4,650 00
<br />S375 00
<br />gl 00
<br />27
<br />REMOVE AND RLSE i'LoRE, HYDRANT
<br />tl
<br />l,,ACH
<br />$2,000 00
<br />S2,000 00
<br />1 S5,000 W
<br />ssm)o 00
<br />$5,300 W
<br />S5,300 00
<br />. . .........................
<br />PARTIAL DEPTH CONCRETE CUTTER SURFACE
<br />.
<br />. . .
<br />...... . . ............. . . . . . .
<br />28
<br />IKEPLACEMWl'
<br />400
<br />LFT
<br />540.00
<br />S 116,000 00)
<br />$11200
<br />1"W'800 00
<br />S57 00
<br />$22,8100.00
<br />29
<br />HMA PATCHING,TYPE B, UNDISTRIBUTED
<br />go
<br />TON
<br />$7500
<br />$("ouo w
<br />S22500
<br />----
<br />$18,000 (A)
<br />----------
<br />$175 00
<br />S14,000 W1
<br />30
<br />COMPAC rF-.E) AGGIREGA'FIE', NO 53
<br />2560
<br />TON
<br />S3000
<br />%76,X00 00
<br />$2845
<br />T,72,832 00
<br />$26 W
<br />$66,56000
<br />31
<br />1 IMA BASE, T-YPE B
<br />36
<br />TON
<br />00
<br />S2,160 00
<br />$21000
<br />$7,560 00
<br />S 138.00
<br />$4 96800
<br />32
<br />RM
<br />HMA IN'T'EEDIATE, TYPE B
<br />12
<br />TON
<br />S790 00
<br />S300 on
<br />. . . . . . ..
<br />S3,600 00
<br />.................................. . . .
<br />S164 00
<br />$ 11 1)(18 00
<br />33
<br />HMA SURFACE, TYPE B
<br />52
<br />TON
<br />S 120.00
<br />16,240 00
<br />$250 00
<br />S 11 3,W) 00
<br />$171 00
<br />$8,89200
<br />PCCP FOR. APPROACHES, 9 IN
<br />34
<br />HIGH -EARLY
<br />(IN
<br />SYS
<br />S105 00
<br />1n7, 140 00
<br />S230 00
<br />$1151640 00
<br />$11900
<br />$8,092 00➢
<br />35
<br />PCCP, REINFORCED, PLAIN, 10 IN
<br />. .. .............
<br />6150
<br />SYS
<br />TIM 00
<br />S492,000oo
<br />- - - -
<br />$7800
<br />- --- ------.... -
<br />$479,700 00
<br />$69 (9)
<br />1124,111111111
<br />36
<br />PCCP, REYNFORCED,HIGH EARLY, 10 IN
<br />21,
<br />SYS
<br />$105 00
<br />S22,575 00
<br />SHOW
<br />. . ... . . .......
<br />S23,650 00
<br />. ......
<br />$9260
<br />$iq,qv) ()I)
<br />31
<br />PCCP, REINFORCED, COLORED, 10 IN
<br />850
<br />SYS
<br />S90 W
<br />$76,500 00
<br />$10700
<br />V701950 00
<br />$119 50
<br />$100, 72 5 00
<br />38
<br />CURB & GUTTER, CONCRET!,
<br />605
<br />Ljq,
<br />S29 W
<br />$B6,940D.W
<br />V[ 00 00
<br />W,60,500 00
<br />$,$4oo
<br />T,32,670 00
<br />39
<br />SIDEWALK, CONCRETE, 5 IN
<br />1865
<br />Y,
<br />S55 00
<br />S 102,575 00
<br />$5 8 W
<br />. .................
<br />1 S1081170 00
<br />$4 7 (m)
<br />$87,655 00
<br />40
<br />PCCP, HEADER, 10 1 N
<br />1135
<br />LIFT
<br />$'85,125 ()o
<br />1,,4 g oo
<br />$54,480 00
<br />121110
<br />%31,78000
<br />41
<br />CURB RAMP, CONCRETE
<br />128
<br />SYS,
<br />$11000
<br />M4990 00
<br />S200 00
<br />1 S25,600 00
<br />$ 1 54 00
<br />$ M 9,7 h 2 00
<br />42
<br />SIDEWALKSOINTS, CLEAN & RESEAL
<br />I
<br />LIS
<br />$2.,.500 00
<br />%2,500 00
<br />S5,565 00
<br />%5,56100
<br />$6,400 00
<br />s6,400AON
<br />413
<br />THERMOPLASTIC STOP LINE, WHITE, 24 IN
<br />215
<br />. . ..................
<br />LIFT
<br />. ......
<br />$6 00
<br />...................... . . .....
<br />S 11,290 N)
<br />S5 9,11
<br />SI,279 25
<br />Scl 50
<br />$I,W7 50
<br />44
<br />.................
<br />THERMOPLASTIC LI NE, SOLID, WHITE. 4 IN
<br />280
<br />11.11IFT
<br />$1 50
<br />$420 00
<br />932.25
<br />$630 N)
<br />.......... - --
<br />S1.19
<br />$333 20
<br />45
<br />THERMOPLASTIC LINE, SOLID, YELLOW, 4 IN
<br />256
<br />IIXT
<br />$ 1 50
<br />$384 00
<br />S225
<br />$576 W
<br />$1 19
<br />$304 (A
<br />46
<br />PAVE;MENI'MESSAC,EM.ARKING,'Ii#ERMOPI,ASI'ic .
<br />4
<br />EACH
<br />.
<br />S200 (30
<br />. . .. .................
<br />$800.00
<br />S120 06)
<br />. . . . ...................
<br />S490 W
<br />. ..... . ...... 1111-�
<br />$22500
<br />$900 00
<br />81 QNS 11 U'U'd A hialadlN9075 201905 16 119 '.bAmv-,Jm
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